336x Filetype PPTX File size 0.58 MB Source: uomustansiriyah.edu.iq
Disinfection of potable water is the specialized
treatment for destruction or removal of organisms
capable of causing disease.
Disinfectants widely used in water treatment are
oxidizing agents such as chlorine.
Being a strong oxidant chlorine will react with the
oxidizable materials present in water before it has a
chance to act as a disinfectant.
Chlorine in water:
Chlorine has been widely used in disinfecting water. It is
cheap reliable and easy to handle.
Chlorine and water react according to the following
equation.
Cl + H O HOCl (hypochlorous acid)+HCl
2 2
HOCl H+ + OCl – (hypochlorite ion)
Hypochlorous acid is a strong disinfectant because of its
ability to diffuse easily through the cell walls of a
microorganisms and disrupt the life function.
The relative concentration of HOCl and OCl – vary with pH,
water temperature and the concentration of chlorine in
solution.
HOCl is many times stronger as an oxidant than OCl – . The
predominant concentration of HOCl and OCl – are below
pH=6 and above pH=7.5 respectively. Therefor, the
disinfection power of chlorine decreases with increase in
pH.
The chlorine existing in water as hypochlorius acid,
hypochlorite ion and molecular chlorine is defined as
free available chlorine.
Free available chlorine react with ammonia and many
organic amines to form chloramine which is less active.
This chloramine is known as combined available
chlorine.
NH + HOCl NH Cl (monochloramine) + H O
3 2 2
NHCl+ HOCl NHCl (dichloramine) + H O
2 2 2
NHCl + HOCl NCl (trichloramine) + H O
2 3 2
Break point Chlorination:
When chlorination is added to water, it is consumed in
oxidizing a wide variety of compounds present in water
(organic matters and other compounds). No chlorine can
be measured until the initial chlorine demand is
satisfied (point A – B) In the following figure.
After meeting the initial demand, the added chlorine
reacts with the ammonia to produce combined chlorine
residual (chloramines) which increases with additional
dosage until a maximum combined residual is reached
(Point B – C).
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